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HomeMy WebLinkAbout030-2161-19-000 (2) ASR a ~ Wis. Dept. o tIOV f rnal Services PORT Page of Di µuN in accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. / percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by p Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property a Property Location Govt. Lot S4 1l~ 1/4 S T N R E (o Property Owner's Mailing Address Lot # B # Subd. Name or CSM# I 224,~F f S City State Zip Code Phone Number 1:1 City ❑ Vilage .Town Nearest Roams a 01 ( / R) New Construction Use.0 Residential / Number of bedrooms Code derived design flow rate Zf'ie, GPD ❑ Replacement ❑ Public or commerci I - Describe: Parent material %ss s>~, j Flood Plain elevation if applicable Z-tXd, A114 ft. General comments / [l and recommendations: '1 i Boring # E] Boring ® Pit Ground surface elev.y ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure rnsistence oundary Roots GPD/ft 2 in. Munsefl Qu. SZ Cont. Color Gr. Sz. Sh. * 01 02 "q Ile" ')e3Z'2 'IT 6~'-44 '12114112 Boring # E] Boring Cy 0 Pit Ground surface elev. / 5 l ft Depth to limiting factor in. --r Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure sistence Boundary Roots GPD/ft 2 in. Munseil Qu. Sz. Cont Color Gr. Sz. Sh. ff#1 * ff42 * ent #i = BOD > 30 < 220 mg& and TSS >30 < 150 mg/L effluent #2 = BOD < 30 mg(L and TSS < 30 mg/L CST N (Please nt) j % Signature CST Number Address ` Date Evaluation Conducted Telephone Number r c'ec ~SCr l - -17 L/ j SBD-8330 (RI I/) I' Parcel ID # Page of Property Owner D Boring # Boring limiting in. ❑ pit Ground surface elev. ft. Depth to 6n9 factor Soil GcaBon Rate GPD/ft Z Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots ff#1 * tf#2 in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. E Boring # Boring pit Ground surface elev. ft. Depth to limiting factor in S©it A Gcation Rate GPDM z Horizon Depth Dominant Color Redox Description Texture Structure nsistence undary Roots ff#1 * ##2 in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. El E] Boring Boring if Ground surface elev. ft. Depth to limiting factor in. ! A IiCation Rate t ❑ Pit GPD/ft 2 Horizon Depth Domfttant Color Redox Description Texture S ure onsistence Boundary Roots * ff#1 + ff#2 in. Munseli Qu. Sz. Cont. Color Gr. * Effluent #1 BOD > 30:< 220 m9n- - and TSS >30 < 150 mg/L * Effluent #2 = BOD s 30 mg/L and TSS 30 mg/L = b oyer. u need assistance The Dept. of Safety vand ices Professional nd material iin an alternate for-mat, contact the departm t at 608- 616 3151 or oTTY through R lay. access services W-8330 (RI UI I ) i~' i a - I~ i GST - ZotK- viS - SOIL EVALUATION REPORT #1876 S F = Departn-ent of Safety and Profess'cnal Services RECOVED Page 1 of 3 Div sion of Safe'v and Buildings Geo Tech Soil & Site Evaluation, LLC s in accordance with Cowin 85, b'Jis Adm. Attach complete site p'an on paper not less than 8% x 1 " i ~s i~ s must County St. Croix include, but not limited to. vertical and horizontal reference Rtt I7 Eti n and - percent slope, scale or dimensions, nortn arrow, arc location and d stance to nearest road. Parcel I.D. Please print all informatio - Div - Zl(ol- l '000 SST. CrRrOOInX~COUNTY Reviewed By Date Pe•sonai infc,r,ation you prcvice ray to used for seconda u 5+fr+ yr P-l;, S'15'7~ iTa (m;). Property Owner Property Location f HARTMAN HOMES .k:' r Govt. Lot NA SW1/4, SE1/4, S24, T30N, R20Vd Propery Owner's Mail rg Address ► Lot # Block # Subd. Name or CSM# 744 RYAN DRIVE #102 ? 1 19 NA ORCHARDS OF ST. CROIX City State Zip Code Phone Number City ^ Village Town Nearest Road HUDSON WI 54016 715-377-1555 St.Joseph a- IS 141ST AVENUE Use, Residertial, Number of oedrocros 4 Code derived cesign flow rate 600 'PD New Construction Replacement Public or commercial - Describe: NA Parent material LOESS OVER TILL - Flood plain elevaton, it app;icable NA ft. General comments Replaces 6.%','2 05 soil report. Requires a 6' sand fill mound cortporent . klaximum basal SLR = 0.6 (eff iil). System area has and recommend at ions' 23% design slope along flagged ccntc'.rr. w S s i,4N uSE- ER/++~r I~cf S./alrT-~4 fss ~ft•v f E ❑ Boring # F> Boring Pit Ground surface elev 100,00 ft Depth to lirrit'ng factor 32 in Soil Application Rate' Hcmm~ Depth Dominant Color Redox Cescription Texture Structure Consistenc Boundary Roots GPDW n. Munsell Qu Sz Cont. Color Gr. Sz Sh `Eff#1 'Eff*2 1 0-4 10YR 3/3 SIL 2 F SBK MFR CS 2F-C 0.6 0.8 2 4-18 IOYR 4/3 ;IL-LOAN 2 M SBK MFR GS 2F-C 0.6 0.8 3 18-24 7,5YR 4/3 FSL 2 C SBK MVFR GS 1F-M 0.4 0.8 4 11 24-32 5YR 3/3 SL 3 M SBK MFR CS 1F-M 0.6 0.8 5 32-40 5YR 3-4/4 F2,F D i;YR 5i3 GRFSL OM MFR - IF 0.2 0.5 7.5YR 5%6 i I FT] Boring # Boring r- Fit GfO.lnd surface P.IP.V 100,00 ft. Depth to hinting facto 31 in (Soil Application Rate Horizon Cepth Cominant Color Redox Description Texture Structure IConsistenc Boundary Roots GPDW in. Munsell Qu Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'E"2 1 0-3 10YR 312 SIL - 2 3-13 IOYR 4/3 SIL - - 3 13-31 7.5YR 3-4/3 SL - 4 31-35 7.5YR 313 C2D 10YR 6J3 GRFSL 7.5YR 5/6 1 _ffluert #1 = BOD K < 220 mg;L and TSS >30 < 150 mgi~ • Effluent #2 = BOD. < 38 L and TSS < 30 mg/L CST Name (Please Print} Signature _ CST Number William J. Bergh 227819 Add,ess Geo -ech Soil & Site Evaluation, -LC a Evaluation Conducted Telephone Number 11091 3Cth Avenue Chippewa Falls, `NI 54 729 9/15!2015 715-577-6838 r:n-xsa:;K i, II Preper±y Ov:ner HARTMAN HOMES 'arcel ID # Page 2 of 3 Fes-- Boring - 3 Bcr'n9 # pit Ground surface elev. 98,00 ft. Depth tc I'mi:ing factor 28 in, Soil App ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD!ft' in. Munsell Cu. Sz. Cont. Color Gr Sz. Sh 'Eff#1 Erf#2 1 0-6 lOYR 3112 SIL - - - 2 6-15 10YR 4/3 SIL - - - 3 15-28 7.5YR 3-4 GRSL4), 28-34 7.5YR 3/3 C2D 10YR 6!3 GRFSL j - 4 7.5YR 5,16 i I Boring Bering # ?~t Grcund surface elev. fi. Depth to limiting factor in. Soi Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bcurdary Roots GPDift' r. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Effol 'Eff.2 Boring Boring # Pit Ground surface elev f;. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Red--x Description Texture Structure Consistence Boundary Roots GPDrftz in. Munsell Qu. Sz. Ccnt. Color Gr. Sz. Sh. 'Eff#1 Etta; I ~ I I i Effluent 01 = BOD > 30 < 220 rrg/L and TSS ''30 50 mg/l- Effl_tent #2 = EOD_ < 30 n-gi'_ and TSS <_K mg~L ?lie Dcr irtnierl ol`Sa.'et\ ,ind PI'lf "ioml S::'.ciccsc is all a11❑I opp(w.kinit} crvice rro%idcr and er.trlmer. If you need assistance to access sen ices or recd material in an alternalc Iorwat, co:itact the department at 608-266-;151 or I IN through Relay. Ceo Tech Soil & 5 ~e Evaluation, LLC N t~,r E S SCALE 0 30 60 r4.-ESS SHCAN 0-HEF:a1?.E; '7Q L1AM J. BERGI- 141ST AVENUE WISCONSIN CER-IFIEC' SCIL TESTER DESIGNER. OF ENGINEER `JG SYSTEMS CUL DE SAC CJSTOMER ID 227815 THE INFORMATION CONTAINED WITHIN THE ATTACHED SOIL REPORT IS NOT TO BE USED TO DETERMINE THE SUITABILITY A XOR DEPTH OF ANY PRCPOSEC FOUNDATIONS. THIS POWTS COMPONENT IS NOT CESIGNED TO RECEIVE THE ADDITIONAL WATER SENERATED FROM ANYWATER TREATMENT DEVICES. BUILDING SEWER MUST COMPLY WITH SPS 382.30 WAC (11;(C) LOCATION OF WELL MUST COMPLY WITH WDNR CHS. NR 811 & 812 otl CR*14A. -E F'~LEO'CO% CTU ❑7: f; it G BENC-;61A:;K FLFVATION = 100.0 - BASE CF :_:-1 -ER FENCEPOST e LOCATION OF SOIL BORING(S) LOCATION OF SOII PITS' ~r NO APPARENT SPS 30.43 SETF,A.CKS Q DESCRIBED LOC.ATI ON OF LCT LINE Q LOCATION CF RIGHT-OF-WAY CENTERLINE OF DESCR BED ROAD R PFUSF oFrccL4+FNTS GEO TECH, LLC ORCHARDS OF ST. CROIX r6xe merl-asbeendoelep uloratpecA- JOBSITE INFORMATION: 11091 30TH AVENUE NW-SE-24-30.20W LOT #19 .-.M'.;.:,' adnvltveyaneratuse, T"~eralaelni;I' HARTMAN HOMES ,:I :t use: w,Tm Pew-7enapxcva of CHIPPEWA FALLS, WI 54729 143RD AVENJE ST. JOSEPH TOWNSHIP „r; Ie&,.LC, Unapp,mec use st~es,* PH: 17151723.5555 FAX. ;8881466.8573 PLOT PLAN rasensbJrrcfl-e:ne.mo-izeduser email Aillpgwastewaterorescom HOULTON,Wl I $T. CROIXr WI ^,ARC=L DESC?18ED .AS 5.2 AC